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HAL Id: hal-01230999

https://hal.archives-ouvertes.fr/hal-01230999v2

Preprint submitted on 7 Feb 2016

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Local error analysis for the Stokes equations with a singular source term

Loïc Lacouture

To cite this version:

Loïc Lacouture. Local error analysis for the Stokes equations with a singular source term. 2016.

�hal-01230999v2�

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Local error analysis for the Stokes equations with a singular source term

Lo¨ıc LACOUTURE February 7, 2016

Abstract: The solution of the Stokes problem with a punctual force in source term is not H1ˆL2 and therefore the approximation by a finite element method is suboptimal. In the case of Poisson problem with a Dirac mass in the right-hand side, an optimal convergence for the Lagrange finite elements has been shown on a subdomain which excludes the singularity in L2-norm by K¨oppl and Wohlmuth, and, independently, Bertoluzza and co-authors have proved a quasi-optimal convergence in Hs-norm, for s ě1. Here we show a quasi-optimal local convergence in H1ˆL2- norm for a Pk{Pk´1-finite element method, k ě2, and for the P1b{P1. The error is still analysed on a subdomain which does not contain the singularity. The proof is based on local Arnold and Liu error estimates, a weak version of Aubin-Nitsche duality lemma applied to the Stokes problem and discrete inf-sup conditions. These theoretical results are generalized to a wide class of finite element methods, before being illustrated by numerical simulations.

Key words: Stokes problem, Dirac measure, Stokeslet, finite element method, local error estimates.

1 Introduction.

This paper is about the accuracy of the finite element method to solve the Stokes problem with a punctual force in source term. Let us consider this following problem

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´△u`∇p “ δx0F in Ω, divpuq “ 0 in Ω, u “ 0 on BΩ,

(1)

where Ω Ă R2 is a square, and δx0F denotes the punctual force F located at x0 P Ω such that distpx0,Ωq ą0.

Our interest in Problem (1) is motivated by the modeling of the movement of thin structures in a viscous fluid, such as flagella connected to bacteria or cilia involved in the muco-ciliary transport in the lung [12]. Indeed, for instance in the lung, the cilium is very thin and a direct simulation with a graded mesh would be too expensive. In the asymptotics of a zero diameter cilium and an infinite velocity, the cilium is thus replaced by a line Dirac of forces in source term. In order to ease the computations, the line Dirac of forces is approached by a sum of punctual forces distributed along the cilium [16]. Finally, by linearity of the Stokes problem, the analysis of the subsequent problem reduces to Problem (1).

In dimension 2, Problem (1) has no H1pΩq2ˆL2pΩq-solution. Although the numerical solution can be defined in this case, theH1pΩq-error (respectivelyL2pΩq-error) for the velocity (respectively

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the pressure) has no sense, and theL2-estimates of the velocity cannot be derived like in the regular case without suitable modifications.

Let us notice that the scalar version of this problem, the Poisson Problem with a Dirac mass in right-hand side, has already been widely studied. It occurs in many applications from different areas like in optimal control of elliptic problems with state contraints [8] or in the mathematical modeling of electromagnetic fields [14]. Problems of this type are found in controllability for elliptic parabolic equations [9,10,17] and in parameter identification problems with pointwise measurements [19]. In this case, Babu˜ska proved in [3] for two-dimension smooth domain an L2pΩq-convergence of order h1´ε, εą 0, where h is the mesh size, and Scott has shown in [20] an a priori error estimates of order 2´d2, where the dimensiondis 2 or 3. Casas has got the same result in [7] for general Borel measures on the right-hand side.

To the best of our knowledge, there is no finite element method convergence result for the Stokes problem with a punctual force in source term. Moreover, in applications, the punctual force (or the Dirac measure) at the pointx0 is often a model reduction approach and the finite element solution does not need to approximate precisely the exact solution at the point x0. Thus, it is interesting to estimate the error on a fixed subdomain which does not contain the singularity. In the case of the Poisson problem, K¨oppl and Wohlmuth recently showed in [15] a quasi-optimal local convergence for low order inL2-norm for Lagrange finite elements and optimal local convergence for higher orders.

A quasi-optimal local convergence inHs-norm, sě1 and an optimal local convergence in the case of low order have been proved in dimension 2 in [5]. In this paper, we establish still in dimension 2 local error estimates for the Stokes problem with a punctual force in source term, Problem (1), and show a quasi-optimal convergence in H1ˆL2-norm. The proof is based on the Arnold and Liu Theorem [2] that establishes local error estimates for finite element discretizations of the Stokes equations with regular source term. It is written in the case of thePk{Pk´1 elements forkě2, and the MINI finite element method P1b{P1 if k“1. No graded meshes are required for these results and they imply that there is no pollution effects far from the singularity.

The paper is organized as follows. Our main result is formulated in Section 2 followed by the Arnold and Liu Theorem [2], an important tool for the proof presented in Section 3. Our theo- retical results are generalized in Section 4, before being illustrated in Section5 by some numerical simulations.

2 Main results.

In this section, we first set all the notations used in this paper. Then, we formulate our main result and give an important tool for the proof: the Arnold and Liu Theorem. For the sake of clarity, this result is first set and proved in the particular case of the Pk{Pk´1 finite elements (kě2) and the P1b{P1 elements. It will be generalized in Section 4.

2.1 Notations.

For a domainD, we will denote by} ¨ }s,q,D(respectively| ¨ |s,q,D) the norm (respectively semi-norm) of the Sobolev spaceWs,qpDq, and by}¨}s,D (respectively|¨|s,D) the norm (respectively semi-norm) of the Sobolev space HspΩq. Letters in bold refer to a vector ofR2 or a function with values inR2. For the numerical solution, let us introduce a family of quasi-uniform simplical triangulationsTh of Ω, where h is the meshsize. For the approximation spaces Vhk and Whk, we will use thePk{Pk´1

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x0

0

1

BΩ0 BΩ1

mesh

Figure 1: Domains Ω0 and Ω1. finite elements, for kě2, defined as

Vhk “ vh PCpΩ¯q2ˇ

ˇvh|T PPkrTs,@T PTh( , Whk “!

ph PCpΩ¯qˇ

ˇˇph|T PPk´1rTs,@T PTh )

,

and if k“1, we will use the MINI finite element methodP1b{P1, whereP1b denotes the continous piecewise linear and bubble functions. For a finite element T, the bubble function b is defined by

bpxq “

# λT1pxqλT2pxqλT3pxq if xPT,

0 else,

where λT1T2 and λT3 are the barycentric coordinates ofx in relation to the triangle T.

We fix two subdomains of Ω, called Ω0 and Ω1, such that Ω0 ĂĂ Ω1 ĂĂΩ and x0 R Ω1 (see Figure 1). We consider a mesh which satisfies the following condition:

Assumption 1. For some h0, we have for all 0ăhďh0 (see Figure 1),m0 Şc1“ H, wherem0 “ ď

TPTh TŞ0‰H

T.

2.2 Statement of our main results.

Our main result is given by Theorem 1. The rest of the paper is mostly concerned by the proof, the generalization and the illustration of this theorem.

Theorem 1. Consider0 ĂĂΩ1 ĂĂ Ω satisfying Assumption 1, k ě1, 1 ď q ă 2, let pu, pq P W01,qpΩq ˆLq0pΩq be the solution of Problem (1) andpuh, phq its Galerkin projection ontoVhkˆWhk satisfying ş

ph “0 and ż

∇pu´uhq::∇η´ ż

pp´phqdivpηq “ 0 for all ηPVhk, ż

divpu´uhqξ “ 0 for all ξPWhk.

(2)

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Under the assumption that pu, pq PHk`1pΩ1q2ˆHkpΩ1q, there exists h1 such that if 0 ăh ďh1, we have,

}u´uh}1,Ω0` }p´ph}0,Ω0 ďCpΩ0,Ω1,Ωqhka

|lnh|.

2.3 Regularity of the solution pu, pq.

In this subsection, we focus on the singularity of the solution, which is the main difficulty in the study of this kind of problems. In dimension 2, Problem (1) has a unique weak solution pu, pq PW1,qpΩq2ˆLq0pΩq for all q P r1,2r. Indeed, the 2d Stokeslet denoting puδ, pδq is defined as (see for instance [18])

uδpxq “ 1 4π

ˆ

´ln}x}I2`x¨tx }x}2

˙ F, pδpxq “ x¨F

2π}x}2.

(3)

The Stokeslet puδ, pδq satisfies inD1pR2q

"

´△uδ`∇pδ “δ0F, divpuδq “0,

so that the Stokeslet puδp¨ ´x0q, pδp¨ ´x0qq contains the singular part of pu, pq, the solution of Problem (1). As it is done in [1] in the case of the Poisson problem, the solution pu, pq can be built by using a suitable lift procedure which consists in adding to puδ, pδq a corrector term pw, πq PH1pΩq2ˆL20pΩq, which satisfies the following problem:

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´△w`∇π “ 0 in Ω,

divpwq “ 0 in Ω,

w “ ´uδp¨ ´x0q onBΩ.

Then, the solution is given by:

upxq “uδpxq `wpxq “ 1 4π

ˆ

´ln}x}I2`x¨tx }x}2

˙

F`wpxq, ppxq “pδpxq `πpxq “ x¨F

2π}x}2 `πpxq.

Moreover, it is easy to show that uδ R H01pΩq2 and pδ R L2pΩq. Actually, we can specify how the quantity |uδ|1,q,Ω goes to infinity when q goes to 2, with q ă 2 (which will be noted q Ñă 2).

According to (3), estimating|uδ|1,q,Ω whenq Ñ

ă 2 is reduced to estimate|uδ|1,q,B, whereB denotes the ball Bpx0,1q: we can easily show that there exists Cą0 depending only onF such that

@1ďq ă `8, uδ PLqpΩq and |∇uδ| ď C }x}, and so, using polar coordinates, we get for qă2,

|uδ|q1,q,Ω“ ż

B|∇uδpxq|qdxď ż

B

Cq

}x}qdx“Cq ż1

0

ż

0

1

rq´1dθdr“2πCq 1 2´q. Finally, there exists C ą0 independent of q such that, for 1ďq ă2,

|uδ|1,q,Ω ď C

?2´q. (4)

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In the same way, we can easily show that there exists C ą 0 independent of q such that, for 1ďq ă2,

|pδ|0,q,Ω ď C

?2´q. (5)

2.4 Arnold and Liu Theorem.

Before stating Arnold and Liu Theorem, let us enumerate the assumptions that the finite element spacesVhk and Whk have to satisfy so that the theorem is true.

Assumption 2. Given two fixed concentric spheres B0 and B with B0 ĂĂB ĂĂΩ, there exists an h0 such that for all 0ăhďh0, we have for some integers k1 and k2:

B1 For any 1ďℓ, for each vPHpBq2, there existsηPVhk such that }v´η}1,B ďChr1´1}v}ℓ,B, r1 “minpk1`1, ℓq. For any 0ďs, for each πPHspBq, there existsξ PWhk such that

}π´ξ}0,B ďChr2}π}s,B, r2“minpk2`1, sq.

Moreover, if v P H01pB0q2 (respectively π vanishes on BzB0) then η (respectively ξ) can be chosen to satisfy η PH01pBq2 (respectively ξ vanishes on ΩzB).

B2 Let ϕ P C08pB0q, vh P Vhk and πh P Whk, then there exist η P VhkŞH01pBq and ξ P Whk with supp ξĂB such that

}ϕvh´η}1,B ďCpϕ, B, B0qh}vh}1,B, }ϕπh´ξ}0,B ďCpϕ, B, B0qh}πh}0,B.

B3 For each 0ăhďh0 there exists a domain Bh withB0ĂĂBhĂĂB such that for any 0ďℓ, for all vhPVhk and πhPWhk, we have

}vh}1,BhďCh´1´ℓ}vh}´ℓ,Bh, }πh}0,Bh ďCh´ℓh}´ℓ,Bh.

B4 There exists βą0such that for all 0ăhďh0, there is a domain Bh, with B0 ĂĂBhĂĂB for which

inf

πhPWk

h

suppπhĂBh

sup

vhPVk

h

suppv

hĂBh

ş

Bhdivpvhh

h|0,Bh|vh|1,Bh

ěβ ą0.

We now state the following theorem by Arnold and Liu [2], a key tool in the forthcoming proof of Theorem 1.

Theorem (Arnold and Liu [2]). Consider0 ĂĂ Ω1 ĂĂ Ω, Vhk and Whk satisfy Assumption 2.

Suppose that pv, πq P H1pΩq2 ˆL2pΩq satisfies pv, πq|Ω1 P HpΩ1q2 ˆHℓ´1pΩ1q for some ℓ ą 0.

Suppose that pvh, πhq PVhkˆWhk satisfies ş

π´πh “0 and ż

∇pv´vhq::∇η´ ż

pπ´πhqdivpηq “ 0 for all ηPVhk, ż

divpv´vhqξ “ 0 for all ξPWhk.

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Let t be a nonnegative integer. Then there exist a constant C ą0 and a realh1 ą0 depending only on1,0, and t, such that if0ăhďh1 we have

}v´vh}1,Ω0` }π´πh}0,Ω0 ďCphr1´1}v}ℓ,Ω1 `hr2´1}π}ℓ´1,Ω1

` }v´vh}´t,Ω1` }π´πh}´t´1,Ω1q, where r1 “minpk1`1, ℓq, r2 “minpk2`2, ℓq, and k1, k2 as in Assumption B1.

AssumptionsB1andB3are quite standard and satisfied by a wide class of finite element spaces, including all finite element spaces defined on quasi-uniform meshes [11]. The parameters k1 and k2

play respectively the role of the order of approximation of the spaces Vhk andWhk. In our paper, for kě2, we will havek1 “kandk2 “k´1, and fork“1, we will havek1 “k2 “k“1. Assumption B2is less common but also satisfied by a wide variety of approximation spaces, including the P1b- finite elements [2]. Actually, for Lagrange finite elements, a stronger property than assumptionB2 is shown in [4]: let 0ďsďℓďk,ϕPC8

0 pBq and vh PVhk, then there exists ηPVhk such that }ϕvh´η}s,B ďCpϕqhℓ´s`1}vh}ℓ,B. (6) Applied for s“ℓ“1, inequality (6) gives assumptionB2. When Bh “Ω, Assumption B4is the standard stability condition or discrete inf-sup condition of the Stokes elements. It usually holds as long as Bh is a union of elements.

Remark 1. The assumptionpv, πq PH1pΩq2ˆL2pΩqis not necessary, but it ensures that the finite element solution pvh, πhq is well-defined. In the Dirac right-hand side case, as Vhk Ă CpΩq, the discrete solution puh, phq is well-defined and Arnold and Liu Theorem holds.

3 Proof of Theorem 1.

This section is devoted to the proof of our main result: Theorem1. First, we show a weak version of Aubin-Nitsche duality lemma (Lemma1), then we establish two discrete inf-sup conditions (Lemmas 2 and 3), and finally we use these results to prove Theorem1.

3.1 Aubin-Nitsche duality lemma with a singular source term.

The proof of Theorem 1 is based on Arnold and Liu Theorem. In order to estimate the quantities }u´uh}´t,Ω1 and }p´ph}´t´1,Ω1, we will first show a weak version of Aubin-Nitsche Lemma in the case of the Stokes Problem with a singular source term.

Lemma 1. Consider f PW´1,qpΩq2 “ pW01,q1pΩq2q1, 1ăq ă2, and let pw, πq P W01,qpΩq ˆLqpΩq be the unique solution of $

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´△w`∇π “ f in Ω, divpwq “ 0 in Ω, w “ 0 on BΩ.

Let pwh, πhq be the Galerkin projection of pw, πq in VhkˆWhk. For any integer 0ďtďk´1, }w´wh}´t,Ω` }π´πh}´t´1,Ω

ďCh2p1{q1´1{2qht`1p|w´wh|1,q,Ω` |π´πh|0,q,Ωq. (7)

(8)

Proof. We aim at estimating, fortě0, the H´tpΩq-norm and theH´t´1pΩq-norm respectively of the errors w´wh and π´πh:

}w´wh}´t,Ω“ sup

ϕPC08pΩq2

1 }ϕ}t,Ω

ˇˇ ˇˇ ż

pw´whq ¨ϕ ˇˇ

ˇˇ (8)

}π´πh}´t´1,Ω “ sup

ψPC08pΩq

1 }ψ}t`1,Ω

ˇˇ ˇˇ ż

pπ´πhqψ ˇˇ

ˇˇ (9)

The Galerkin projection pwh, πhq satisfies ż

π´πh“0 and ż

∇pw´whq::∇η´ ż

pπ´πhqdivpηq “ 0 for all ηPVhk, ż

divpw´whqξ “ 0 for all ξPWhk.

(10)

Consider ϕPC8

0 pΩq2 and letpwϕ, πϕq PHt`2pΩq ˆHt`1pΩq be the solution of

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%

´△wϕ`∇πϕ “ ϕ in Ω, divpwϕq “ 0 in Ω, wϕ “ 0 onBΩ.

Existence and uniqueness of the solution to this problem are given in [21] (see Chapter I, §2), and we have the estimate

}wϕ}t`2,Ω` }πϕ}t`1,ΩďC}ϕ}t,Ω. (11)

In dimension 2, by the Sobolev injections established for instance in [6], we have Ht`2pΩq ĂW1,q1pΩq,

Ht`1pΩq ĂLq1pΩq, (12)

for all q1 inr2,`8r. Thus ż

pw´whq ¨ϕ“ ´ ż

pw´whq ¨△wϕ` ż

pw´whq ¨∇πϕ

“ ż

∇pw´whq::∇wϕ´ ż

divpw´whϕ. By adding (10) in the last equality, we get for anyη PVhk and any ξPWhk,

ż

pw´whq ¨ϕ“ ż

∇pw´whq::∇pwϕ´ηq ´ ż

divpw´whqpπϕ´ξq

` ż

divpηqpπ´πhq. By definition of wϕ, divpwϕq “0 on Ω, so

ż

pw´whq ¨ϕ“ ż

∇pw´whq::∇pwϕ´ηq ´ ż

divpw´whqpπϕ´ξq

` ż

divpη´wϕqpπ´πhq ď|w´wh|1,q,Ω

`|wϕ´η|1,q1,Ω` |πϕ´ξ|0,q1,Ω

˘

` |π´πh|0,q,Ω|wϕ´η|1,q1,Ω.

(9)

Now let us deal with the pressure estimate. For any ψPC08pΩq, we denote byψrthe function ψr“ψ´ 1

|Ω| ż

ψ.

By definition, it is easy to see that ψrsatisfies ż

ψr“0 and @tě0, }ψr}t`1,Ω ďCpΩq}ψ}t`1,Ω.

We can now establish the result for the pressure: considerψPC08pΩqand letpwψ, πψq PHt`2pΩqˆ Ht`1pΩq be the solution of

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´△wψ`∇πψ “ 0 in Ω, divpwψq “ ψr in Ω, wψ “ 0 onBΩ,

See [21] (Chapter I,§2) for the existence and the uniqueness, and the following estimate

}wψ}t`2,Ω` }πψ}t`1,Ω ďC}ψr}t`1,Ω ďC}ψ}t`1,Ω. (13) Moreover,

ż

π´πh“0, so that ż

pπ´πhqψ“ ż

pπ´πhqψr` 1

|Ω| ż

ψ ż

π´πh “ ż

pπ´πhqψ.r

By the Sobolev injections recalled in (12), and the Galerkin projection property (10), we can write for all ηPVhk,

ż

pπ´πhqψ“ ż

pπ´πhqψr

“ ż

pπ´πhqdivpwψq

“ ż

pπ´πhqdivpwψ´ηq ` ż

∇pw´whq::∇η.

Then, for all vPW01,qpΩq ż

∇wψ ::∇v´ ż

πψdivpvq “0, so, with v“w´wh, and for any ξPWhk,

ż

pπ´πhqψ“ ż

pπ´πhqdivpwψ´ηq ` ż

∇pw´whq::∇pη´wψq

` ż

πψdivpw´whq

“ ż

pπ´πhqdivpwψ´ηq ` ż

∇pw´whq::∇pη´wψq

` ż

ψ´ξqdivpw´whq ď|π´πh|0,q,Ω|wψ´η|1,q1,Ω

` |w´wh|1,q,Ω´

|wψ ´η|1,q1,Ω` |πψ´ξ|0,q1,Ω

¯ .

(10)

Finally, for any pη1, ξ1q PVhkˆWhk, ż

pw´whq ¨ϕď|w´wh|1,q,Ω

`|wϕ´η1|1,q1,Ω` |πϕ´ξ1|0,q1,Ω

˘

` |π´πh|0,q,Ω|wϕ´η1|1,q1,Ω, (14) and for any pη2, ξ2q PVhkˆWhk,

ż

pπ´πhqψď|π´πh|0,q,Ω|wψ´η2|1,q1,Ω

` |w´wh|1,q,Ω

´|wψ´η2|1,q1,Ω` |πψ´ξ2|0,q1,Ω

¯

. (15)

In order to estimate|wϕ´η1|1,q1,Ω,|wψ´η2|1,q1,Ω,|πϕ´ξ1|0,q1,Ω and|πψ´ξ2|0,q1,Ω, we will need the following result:

Proposition 1 (Girault, Raviart, Corollary A.2, page 97 [13]). Let Th be a family of quasi-uniform simplicial triangulations of ΩĂR2, where h is the meshsize. For any 0ďm ďt`1 ďk, for any mesh element T in the family, for any vPWk`1,q1pΩq, q1ě2 real,

|v´Πhv|m,q1,T ďCh2p1{q1´1{2qht`2´m|v|t`2,2,T, (16) where Πhv is the Pk-interpolant of the function v.

Up to now and until the end of this proof, we will take

η1 “Πhwϕ and η2 “Πhwψ PVhk, ξ1 “Πrhπϕ and ξ2 “Πrhπψ PWhk,

where Πhv is the Pk-interpolant of the functionv and Πrhv is the Pk´1-interpolant of the function v. By (16), with m“1, 0ďtďk´1, for all T finite element in the family,

|wϕ´η1|1,q1,T ďCh2p1{q1´1{2qht`1|wϕ|t`2,2,T, (17)

|wψ´η2|1,q1,T ďCh2p1{q1´1{2qht`1|wψ|t`2,2,T, and with m“0,

ϕ´ξ1|0,q1,T ďCh2p1{q1´1{2qht`1ϕ|t`1,2,T,

ψ´ξ2|0,q1,T ďCh2p1{q1´1{2qht`1ψ|t`1,2,T. We denote the triangles of the mesh bytTiui“1,¨¨¨,N, and we set

a“ paiqi andb“ pbiqi, whereai“ |wϕ´η1|1,q1,Ti andbi “ |wϕ|t`2,2,Ti. By (17), we have, for alliin rr1, Nss,

ai ďCh2p1{q1´1{2qht`1bi. We recall the norm equivalence in RN for 0ărăs,

}x}s ď }x}r ďN1{r´1{s}x}s,

(11)

with here N „Ch´2. As 2ăq1, we have }b}q1 ď }b}2. Then, we can write

|wϕ´η1|1,q1,Ω “ }a}q1 ďCht`1h2p1{q1´1{2q}b}q1 ďCht`1h2p1{q1´1{2q}b}2

ďCht`1h2p1{q1´1{2q|wϕ|t`2,2,Ω. Similarly, we get

|wψ´η2|1,q1,Ω ďCht`1h2p1{q1´1{2q|wψ|t`2,2,Ω,

ϕ´ξ1|0,q1,Ω ďCht`1h2p1{q1´1{2qϕ|t`1,2,Ω,

ψ´ξ2|0,q1,Ω ďCht`1h2p1{q1´1{2qψ|t`1,2,Ω, and by (11) and (13), we get

|wϕ´η1|1,q1,Ω ďCht`1h2p1{q1´1{2q}ϕ}t,2,Ω,

|wψ ´η2|1,q1,Ω ďCht`1h2p1{q1´1{2q}ψ}t`1,2,Ω,

ϕ´ξ1|0,q1,Ω ďCht`1h2p1{q1´1{2q}ϕ}t,2,Ω,

ψ ´ξ2|0,q1,Ω ďCht`1h2p1{q1´1{2q}ψ}t`1,2,Ω,

Finally, the proof is ended by combining (8), (9), (14), (15), and the last inequalities.

Corollary 1. Letpuh, phq PVhkˆWhkbe the Galerkin projection of the solutionpu, pqof Problem (1), for any 0ăεă1,

}u´uh}´k`1,Ω` }p´ph}´k,Ω

ďCh´εhkp|u´uh|1,qε,Ω` |p´ph|0,qε,Ωq, whereqεP r1,2ris defined by

qε“ 2 1`ε

ˆ

and soqε1 “ 2 1´ε

˙

. (18)

Proof. We will apply Lemma 1 with F “ δx0F, w “ u, π “ p and t “ k´1. We can explicit inequality (7):

2 ˆ1

q1ε ´1 2

˙

“2

ˆ1´ε 2 ´1

2

˙

“ ´ε, (19)

and so, it follows

}u´uh}´k`1,Ω` }p´ph}´k,Ω

ďCh´εhkp|u´uh|1,qε,Ω` |p´ph|0,qε,Ωq.

(12)

3.2 Discrete inf-sup conditions in Lqε-norm.

Section 3.3 is devoted to estimate of |u´uh|1,qε,Ω and |p´ph|0,qε,Ω. In that prospect, we need to establish two discrete inf-sup conditions.

Lemma 2. With qε and qε1 defined in (18), the approximation space ˚Vhk defined by

˚Vhk

"

vhPVhk ˇˇ ˇˇ ż

divpvhqph “0,@phPWhk

* , satisfies the following discrete inf-sup condition:

inf

uhP˚Vhk

sup

vhP˚Vhk

ş

∇uh::∇vh

|uh|1,qε,Ω|vh|1,q1ε,Ω ěChε. Proof. The bilinear form

apu,vq “ ż

∇u::∇v

is continuous and coercive on H01pΩq, so for ˚Vhk vector subspace of H01pΩq, we have the inf-sup condition:

inf

uhP˚Vhk

sup

vhP˚Vhk

ş

∇uh ::∇vh

|uh|1,Ω|vh|1,Ω ěαą0, where α only depends on Ω. We recall the following inverse inequality:

Proposition 2 (Ciarlet, Theorem 3.2.6, page 140 [11]). Let Th a family of quasi-uniform simplicial triangulations of ΩĂRd, where h is the meshsize. For vhPVhk, 1ďr, să `8, 0ďℓďm,

˜ ÿ

TPTh

|vh|rm,r,T

¸1{r

ďCh´drmaxt0,1{s´1{rush´pm´ℓq

˜ÿ

TPTh

|vh|sℓ,s,T

¸1{s

.

We will apply this to any vh PV˚hkĂCpΩq, with d“2,m“l“1,s“2 andr “qε1 to get:

|vh|1,qε1,ΩďCh´2p1{2´1{q1εq|vh|1,2,Ω “Ch´ε|vh|1,2,Ω, using equality (19). Moreover, for any uh PV˚hk,

|uh|1,qε,ΩďC|uh|1,2,ΩďC sup

vhP˚Vhk

ş

∇uh::∇vh

|vh|1,2,Ω ďCh´ε sup

vhPV˚hk

ş

∇uh ::∇vh

|vh|1,q1ε,Ω

Finally,

inf

uhP˚Vhk

sup

vhP˚Vhk

ş

∇uh::∇vh

|uh|1,qε,Ω|vh|1,q1ε,Ω ěChε.

The second discrete inf-sup condition we need is given by the following lemma:

Lemma 3. With qε and qε1 defined in (18), the approximations spaces Vhk and Whk satisfy the following discrete inf-sup condition:

inf

phPWhk

sup

vhPVhk

ş

divpvhqph

|ph|0,qε,Ω|vh|1,q1ε,Ω ěChε.

(13)

Proof. The proof is similar to the proof of Lemma2. According to Assumption B4, inf

phPWhk

sup

vhPVhk

ş

divpvhqph

|ph|0,Ω|vh|1,Ω ěβ ą0.

According to Proposition 2, for any vh PVhk,

|vh|1,q1ε,Ω ďCh´ε|vh|1,2,Ω. So, we have, for any ph PWhk and qεă2,

|ph|0,qε,Ω ďC|ph|0,Ω ďC sup

vhPVhk

ş

divpvhqph

|vh|1,2,Ω ďCh´ε sup

vhPVhk

ş

divpvhqph

|vh|1,q1ε,Ω

Finally, we get

inf

phPWhk sup

vhPVhk

ş

divpvhqph

|ph|0,qε,Ω|vh|1,q1ε,Ω ěChε.

3.3 Estimates of |u´uh|1,qε,Ω and |p´ph|0,qε,Ω.

Following Corollary 1, the quantities |u´uh|1,qε,Ω and|p´ph|0,qε,Ω have to be estimated to prove Theorem 1. We will apply the last two results to bound them in terms of|u|1,qε,Ω and |p|0,qε,Ω. Lemma 4. Let puh, phq PVhkˆWhkbe the Galerkin projection of the solution pu, pqof Problem (1), for any small enough real εą0,

|u´uh|1,qε,ΩďCh´εp|u|1,qε,Ω` |p|0,qε,Ωq.

Proof. First, we will estimate |uh|1,qε,Ω in terms of|u|1,qε,Ω. As we have divpuq “0 on Ω, by (2) we

have ż

divpuhqqh “0, @qhPWhk,

and so, uh P˚Vhk. According to Lemma2, there exists vh P˚Vhk such as |vh|1,q1ε,Ω “1, and

|uh|1,qε,Ω ďCh´ε ż

∇uh ::∇vh. Moreover, equality (2) gives

ż

∇uh ::∇vh “ ż

∇u::∇vh´ ż

divpvhqpp´phq.

Now, vh P˚Vhk, so ż

divpvhqph“0.

Finally, as |vh|1,q1ε,Ω “1, we get

|uh|1,qε,ΩďCh´ε ˆż

∇u::∇vh´ ż

divpvhqp

˙ , ďCh´εp|u|1,qε,Ω` |p|0,qε,Ωq.

(14)

We conclude with the triangulary inequality,

|u´uh|1,qε,Ωď |u|1,qε,Ω` |uh|1,qε,Ω ďCh´εp|u|1,qε,Ω` |p|0,qε,Ωq.

We can now estimate|p´ph|0,qε,Ω.

Lemma 5. Let puh, phq PVhkˆWhkbe the Galerkin projection of the solution pu, pqof Problem (1), for any small enough real εą0,

|p´ph|1,qε,Ω ďCh´2εp|u|1,qε,Ω` |p|0,qε,Ωq.

Proof. The proof is similar to the velocity case: according to Lemma 3, there exists vh PVhk such as|vh|1,q1ε,Ω“1 and

|ph|0,qε,Ω ďCh´ε ż

divpvhqph. By (2), we have ż

divpvhqph “ ´ ż

∇pu´uhq::∇vh` ż

divpvhqp.

By applying Lemma 4, as |vh|1,qε1,Ω“1, we get

|ph|0,qε,ΩďCh´ε ˆ

´ ż

∇pu´uhq::∇vh` ż

divpvhqp

˙ , ďCh´εp|u´uh|1,qε,Ω` |p|0,qε,Ωq,

ďCh´2εp|u|1,qε,Ω` |p|0,qε,Ωq.

3.4 Proof of Theorem 1.

We can now prove Theorem 1.

Proof. The functionsuandpare analytic on Ω1, so the quantities}u}k`1,Ω1 and}p}k,Ω1are bounded.

Let us note that in this case pu, pq RH01pΩq2ˆL20pΩq, but Remark1allows us to apply Arnold and Liu Theorem. For k1 “kand

k2

"

1 if k“1, k´1 ifkě2, and l“k`1 and t“k´1, we have

}u´uh}1,Ω0` }p´ph}0,Ω0 ďCphk` }u´uh}´k`1,Ω1` }p´ph}´k,Ω1q. By combining Corollary 1, Lemmas 4 and5, and inequalities (4) and (5), we get

}u´uh}´k`1,Ω1` }p´ph}´k,Ω1 ďChk h´3ε

?2´qε. According to (18), withεď1,

? 1

2´qε

?1`ε

?2ε ď 1

?ε,

(15)

therefore, taking ε“ |lnh|´1,

}u´uh}1,Ω0 ` }p´ph}0,Ω0 ďChka

|lnh|, which ends the proof of Theorem 1.

4 General case.

Theorem 1 and its proof have been written in the particular case of the Pk{Pk´1 finite element method, kě2, and the P1b{P1 elements (which corresponds to the case k“1). But we can state a more general result.

First, let us focus on the assumptions: let Th be a family of quasi-uniform simplicial triangu- lations of Ω, let Vhk1 and Whk2 be two approximation spaces satisfying Assumption 2. We will also assume that Vhk1 PCpΩq: this assumption ensures that the finite element solution is well-defined.

Moreover, we will need two more assumptions, they will play the role of Propositions 1and 2:

Assumption 3. Given B ĂΩ, consider q1 ě2, there exists anh0 such that for all 0ăhďh0, we have for some positive integers k1 and k2:

B1r For any 1 ď ℓ, for each v P HpBq2, there exists η P Vhk1 such that, for any mesh element T ĂB,

|v´η|1,q1,T ďChdp1{q1´1{2qhr1´1|v|ℓ,2,T, r1 “minpk1`1, ℓq.

For any 0 ď s, for each π P HspBq, there exists ξ P Whk2 such that, for any mesh element T ĂB,

|π´ξ|0,q1,T ďChdp1{q1´1{2qhr2|π|s,2,T, r2 “minpk2`1, sq. B3r For all vh PVhk1, for any mesh element T PTh, we have

}vh}1,q1,T ďCh2p1{q1´1{2q}vh}1,2,T.

AssumptionsB1r and B3r are also satisfied by a wide class of finite element spaces, including all finite element spaces defined on quasi-uniform meshes [11]. They are actually common generalisa- tions of Assumptions B1and B3.

We can now state the following result:

Theorem 2. Consider0 ĂĂΩ1 ĂĂΩsatisfying Assumption 1, 1ďq ă2, letpu, pq PW01,qpΩq ˆ Lq0pΩqbe the solution of Problem (1)andpuh, phq its Galerkin projection ontoVhk1ˆWhk2 satisfying ş

ph“0 and ż

∇pu´uhq::∇η´ ż

pp´phqdivpηq “ 0 for all ηPVhk, ż

divpu´uhqξ “ 0 for all ξPWhk.

Under the assumption that pu, pq PHk0`1pΩ1q2ˆHk0pΩ1q, there exists h1 such that if 0ăhďh1, we have,

}u´uh}1,Ω0` }p´ph}0,Ω0 ďCpΩ0,Ω1,Ωqhk0a

|lnh|, where k0 “minpk1, k2`1q.

(16)

Proof. We will not develop the complete proof here because it is essentially the same as the proof of Theorem 1 (see Section 3). But we will explain two differences between the both proofs:

‚ the result of Lemma 1 holds in this case, but for 0ďtďminpk1´1, k2q.

‚ the result of Corollary 1 becomes

}u´uh}´k0`1,Ω` }p´ph}´k0,Ω

ďCh´εhk0p|u´uh|1,qε,Ω` |p´ph|0,qε,Ωq, where k0 “minpk1, k2`1q.

The end of the proof is the same.

5 Numerical illustrations.

In this section, we present some computations which illustrate the theoretical results proved in this paper.

Concentration of the error around the singularity. First, we define Ω as the unit square, Ω“ r0,1s2.

and solve the following Stokes problem withF“tr1,1s and x0 “ p0.5,0.5q,

$&

%

´△u`∇p “ δx0F in Ω, divpuq “ 0 in Ω, u “ uδ on BΩ,

(20) where uδ is the 2d Stokeslet defined in (3).

Remark 2. Unlike Problem (1), Problem (20)has non homogeneous Dirichlet boundary conditions, but in this case, the exact solution is known: uδ. Thus, it is easier to get some information on the error.

Figures2,3,4and 5show the repartition of the error on the velocity with aP1b{P1 method for respectively 1{h »5,10,20 and 30. Figures 6,7,8 and 9 show the repartition of the error on the pressure for the same values of h. In both cases, they illustrate the fact that the error concentrates around the singularity. These simulations made us think that the convergence could be optimal on a subdomain which does not contain the singularity: quasi-optimality has been proved in this paper (Theorem 1).

Error 0.02

0.01

0 Figure 2: Error in velocity, 1{h»5.

Error 0.02

0.01

0 Figure 3: Error in velocity, 1{h»10.

(17)

Error 0.02

0.01

0 Figure 4: Error in velocity, 1{h»20.

Error 0.02

0.01

0 Figure 5: Error in velocity 1{h »30.

Error 1

0.75 0.5 0.25 0

Figure 6: Error in pressure, 1{h»5.

Error 1

0.75 0.5 0.25 0

Figure 7: Error in pressure, 1{h»10.

Error 1

0.75 0.5 0.25 0

Figure 8: Error in pressure, 1{h»20.

Error 1

0.75 0.5 0.25 0

Figure 9: Error in pressure 1{h»30.

Estimated orders of convergence. For this second example, the domain Ω is still the unit square, and Ω0 is defined as the following portion of Ω,

0“ txPΩ :}x´x0}2ą0.4u,

where x0 “ p0.5,0.5q. We fix F “ tr1,1s and solve Problem 1 for different mesh sizes h with the P1b{P1,P2{P1 and P3{P2 finite element methods.

Figure10(respectively Figure 11) presents the estimated orders of convergence for theH1pΩ0q- norm of the velocity (respectively the L2pΩ0q-norm of the pressure) for these three methods. The convergence far from the singularity (i.e. on Ω0) is the same as in the regular case: the Pk{Pk´1

method (or the P1b{P1 method if k “ 1) converges at the order k on Ω0 in H1-norm for the velocity and in L2-norm for the pressure, as proved in this paper. Let us just note that there is an over-convergence in pressure for the P1b{P1 elements: the estimated order of convergence is approximately 2, greater than the convergence expected by Theorem 1.

(18)

About the error in L2pΩ0q-norm for the velocity, Figure 12 suggests that the Pk{Pk´1 finite element method (or P1b{P1 ifk“1) converges at the order k`1 on Ω0. This result has only been observed numerically but it is still an open question.

Elements P1b{P1 Elements P2{P1 Elements P3{P2 Order = 1.12 Order = 2.02 Order = 3.08 1

10´4

10´6

10´8 10´2

10´2 10´1 0

Figure 10: Estimated order of convergence for theH1pΩ0q-norm of the velocity.

(19)

Elements P1b{P1 Elements P2{P1

Elements P3{P2

Order = 2.17 Order = 2.21 Order = 3.1 1

10´4

10´6 10´2

10´2 10´1

Figure 11: Estimated order of convergence for the L2pΩ0q-norm of the pressure.

Elements P1b{P1 Elements P2{P1

Elements P3{P2

Order = 2.12 Order = 3.18 Order = 4.07 1

10´3

10´6

10´9

10´2 10´1

Figure 12: Estimated order of convergence for theL2pΩ0q-norm of the velocity.

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